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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />JU/p LQI1`y'CI LQIIM VVtU1 IIIULLIVM LCUMb <br />1250 gallon Dose tank (minimum) at 25.00 gpi <br />31 JGPM @ 21 ft. of head, Pump required <br />8.2 inch swing on Demand float which translates to roughly 5.1 inches of float tether length <br />If time dosing is required --> 6.6 minutes ON time €t ®hours OFF time <br />20 inches from bottom of tank to "pump ON" float, or 1 12 inches to "timer ON" float <br />23 inches from bottom of tank to "Hi Level Alarm" float <br />107 ft. of 2.0 inch supply line with middle feed ImanifoLd connection <br />(Tip: "top feed" manifold to control drainback) <br />Lateral 2.00 inch diameter 53.0 ft. long <br />7132 inch perfs 2.0 ft. perforation spacing <br />No Effluent filter It alarm <br />2 clean out Et valve box assembly <br />6.9 ft. Total sand ABSORPTION width (rock beyond pipe) (minimum) <br />0.0 ft. upslope and sideslope <br />6.9 Ift. Downslope <br />BERM widths (topsoil beyond pipe) using 4:1 slope ratio <br />5 ft. upslope berm <br />7 ft. sideslope berm <br />12 ft. downslope berm <br />Overall Dimensions:. 8.4 ft. wide by 108 ft. long Rock footprint <br />17 ft. wide by 1 122 1 ft. long Berm footprint <br />4" inspection pipe <br />Upslope Berm <br />Downslope Berm 12 <br />spersal Bed (rock) <br />12" Cover <br />(6" Foamy cap & 6- topsoil) <br />>36]� <br />— Lirralting Conditiotl — — — — — — — — — — ` — <br />Absorption width 6.9 <br />Note: <br />For 0 to t% slopes, Absorption Width is centered under the pipe. <br />For slopes > 1%, Absorption Width is measured downhill from the pipe. <br />Cover must extend at least 5' beyond absorption/rock area. <br />Rock Bed:16 yd3 or `1.4= 22 ton <br />Loamy Cap: 35 yd3 or `1.4= 49 ton <br />Topsoil: 47 yd3 or *1.4= 66 Iton <br />INSPECTOR CHECK LIST - at grade <br />250 Wakefield Road <br />